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|Title:||Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling||Authors:||Chiew, Sing Ping
Lee, Chi King
|Keywords:||DRNTU::Engineering::Civil engineering::Structures and design||Issue Date:||2012||Source:||Lee, C. K., Chiew, S. P., & Jiang, J. (2012). Residual stress study of welded high strength steel thin-walled plate-to-plate joints part 2: Numerical modeling. Thin-Walled Structures, 59, 120-131.||Series/Report no.:||Thin-walled structures||Abstract:||In the Part 2 of the current study, a sequentially coupled thermal-stress analysis is conducted to model the welding process and the final residual stress distribution of the RQT701 high strength steel thin-walled plate-to-plate welded joints. The accuracy and reliability of the numerical modeling is validated by comparing with the test results. After validating the accuracy of the modeling procedure, a small scale parametric study is carried out to investigate the influences of some key welding parameters on the magnitude and distribution of residual stress.||URI:||https://hdl.handle.net/10356/102227
|ISSN:||0263-8231||DOI:||http://dx.doi.org/10.1016/j.tws.2012.04.001||Rights:||© 2012 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Thin-Walled Structures, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1016/j.tws.2012.04.001].||Fulltext Permission:||open||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Journal Articles|
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